EP2875193A1 - Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire - Google Patents

Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire

Info

Publication number
EP2875193A1
EP2875193A1 EP13718147.5A EP13718147A EP2875193A1 EP 2875193 A1 EP2875193 A1 EP 2875193A1 EP 13718147 A EP13718147 A EP 13718147A EP 2875193 A1 EP2875193 A1 EP 2875193A1
Authority
EP
European Patent Office
Prior art keywords
anchor rod
formwork
stop
anchor
locking device
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP13718147.5A
Other languages
German (de)
English (en)
Other versions
EP2875193B1 (fr
Inventor
Martin Berger
Volker KLEHR
Klaus Hagemes
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Huennebeck Deutschland GmbH
Original Assignee
Huennebeck GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Huennebeck GmbH filed Critical Huennebeck GmbH
Priority to EP16200065.7A priority Critical patent/EP3150779B1/fr
Priority to PL16200065T priority patent/PL3150779T3/pl
Priority to EP13718147.5A priority patent/EP2875193B1/fr
Publication of EP2875193A1 publication Critical patent/EP2875193A1/fr
Application granted granted Critical
Publication of EP2875193B1 publication Critical patent/EP2875193B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/007—Plugs to close openings in forms' surface
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/02—Connecting or fastening means for non-metallic forming or stiffening elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0651—One-piece elements
    • E04G17/0652—One-piece elements fully recoverable
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
    • E04G17/0657—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts fully recoverable
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/075—Tying means, the tensional elements of which are fastened or tensioned by other means
    • E04G17/0751—One-piece elements
    • E04G17/0752—One-piece elements fully recoverable
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G19/00—Auxiliary treatment of forms, e.g. dismantling; Cleaning devices
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00—Forming or shuttering elements for general use
    • E04G9/02—Forming boards or similar elements
    • E04G2009/028—Forming boards or similar elements with reinforcing ribs on the underside
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G2017/008—Pin and hole connection type
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T29/00—Metal working
    • Y10T29/49—Method of mechanical manufacture
    • Y10T29/49616—Structural member making
    • Y10T29/49623—Static structure, e.g., a building component

Definitions

  • the invention relates to a method for mounting a wall formwork and an anchor system for a wall formwork for carrying out the method.
  • a wall formwork comprises a formwork on the front shell and elements supporting the formwork on the back, such as side members, crossbars and frames.
  • side members In the erected condition of a wall formwork, a side member extending in the vertical direction and a cross bar in the horizontal direction.
  • the two rareness of a wall to be concreted are limited by wall formwork.
  • the front panel of each wall formwork then adjoins the concrete with your formwork.
  • Opposing wall formworks are usually held by a plurality of anchor systems.
  • the tie rods are inserted through openings in the wall formworks and fastened at their ends to the respective formwork skin supporting elements by means of locking devices so that at least the force acting on the anchor rods in the concrete tensile force is absorbed.
  • These openings passing through the wall formwork are also called anchor rod bores.
  • An adjustment formwork is a wall formwork that is set up first. Following this, the closing formwork opposite the formwork is set up.
  • Adjusting formwork and closing formwork are connected to one another during assembly by one or more anchor systems. Concrete is poured into the space between the shuttering and shuttering. By curing the concrete creates a wall. Usual welse one or both ends of an anchor rod on a thread on which nuts are screwed as Ankerfix michen.
  • the central region of such an anchor rod, to which concrete can be adjacent during concrete-laying advantageously either has a smooth surface or is at least wrapped during the concrete-laying by a sleeve with a smooth surface. Otherwise, a thread of an anchor rod would be embedded in concrete. The anchor rod can then no longer be easily pulled out of the hardened concrete.
  • the maximum effective length of the anchor rod and thus the thickness (thickness) of the wall to be concreted is therefore regularly determined by the length of the central anchor rod region with a smooth surface.
  • the pressure exerted on the formwork by the concrete on the concrete surface is dissipated via the nuts onto the tie rods.
  • the tie rods are loaded on train. Spacers may be introduced into the volume of the wall to be concreted between the shuttering skins, which may receive the compressive forces generated by the concrete, thereby ensuring that these compressive forces do not undesirably affect the wall thickness, i. Reduce.
  • the locking devices can be attached to the wall formwork, so that they are able to absorb pressure forces.
  • the anchor rod is released from a locking device and pulled out of the concrete wall. If necessary, previously the uppermost part of a closing formwork is hooked on a hook of a crane, for example, so that it does not fall over once all tie rods have been pulled out. For example, with the help of the crane, the wall formworks are finally suitably displaced to a next wall or another To make wall section. If the wall formwork has been moved, then the anchor systems are mounted or attached to the wall formwork again. From the document WO 2008/089737 A1 an anchor system with two locking devices and an anchor rod for a wall formwork with a first and a second formwork element is known.
  • the anchor rod has at its two ends in each case a thread, which are screwed into screw nut elements of the locking devices.
  • Each locking device comprises a dome plate, which is fastened by means of fastening means to a rear side of a wall formwork.
  • the anchor system can therefore absorb both tensile and compressive forces of a wall formwork.
  • the object of the invention is achieved by a method having the features of the first claim and by an anchor system having the features of the independent claim.
  • Advantageous embodiments emerge from the subclaims.
  • An additional claim relates to a stop for the anchor system.
  • the anchor rod of an anchor system at the end which is not pulled out by wall formwork for disassembly or vice versa for mounting in anchor rod holes, includes a grid for the production of different thickness walls.
  • a grid By mounting armature systems with pitch, it succeeds simply and accurately, one set according to grid wall thickness.
  • the provision of a grid in an anchor system can accelerate assembly and simplify. It is the anchor rod first pushed through anchor rod holes of closing and setting formwork and the pushed-through end connected to a locking device, and in particular screwed.
  • This locking device is preferably fixedly mounted on the back of the corresponding wall formwork, so for example screwed to a side rail of this wall formwork.
  • this wall formwork is a setting formwork, so as to be able to assemble particularly quickly.
  • the anchor rod is connected at a predetermined position with the locking device, such as bolted.
  • the locking device such as bolted.
  • the non-inserted end of the anchor rod is connected to the locking device provided here on the opposite side so that this connection is aligned with the selected grid. It is so particularly quickly and easily set the desired distance between the two formwork.
  • the wall with the desired thickness can be cast as soon as both locking devices contact the respective rear wall, basically the rear wall of a supporting element. Are the locking devices firmly attached to the respective wall formwork, then contact these contact the back of the respective wall formwork.
  • an actuator is provided for alignment with a grid dimension, which is positioned according to grid.
  • the actuator is in a simple embodiment, an adjusting screw, the is moved by screwing into a position according to grid.
  • the actuator may be a sleeve through which the tie rod is inserted.
  • the anchor rod may comprise a plurality of holes which have a distance from each other. If, in one embodiment, the actuator is in a position according to grid spacing, the actuator is fixed in a simple embodiment by means of a splint, a screw or a bolt. The bolt or split pin is inserted, for example, for fixing by a hole of the actuator and the hole in the anchor rod so that thereby the actuator can not be released from its position.
  • the actuator and / or the bores In the anchor rod may include a thread to fix the actuator by means of screw ..
  • the actuator is in a position in accordance with the pitch, the actuator is connected directly or indirectly to the back of the adjacent wall formwork.
  • the wall formwork is thus moved to the position required to make a wall of desired wall thickness.
  • one or more screws may be provided which pass through suitably arranged holes in the actuator and are screwed into threads provided therefor at the back of the adjacent formwork.
  • the part of an anchor system which is pulled out for disassembly of a wall formwork, in addition to the anchor rod basically comprises a locking device or at least a part thereof.
  • the anchor rod is inserted into the anchor rod holes of the closing and setting formwork.
  • the aforementioned locking device or a part thereof has not been solved by the anchor rod, so this locking device or the corresponding part thereof is connected to the anchor rod, when the anchor rod for the purpose of mounting by said anchor rod holes is plugged.
  • This part of the locking device which is preferably not solved by the anchor rod in the context of assembly and disassembly, basically includes the actuator. Assembly and disassembly can be carried out very quickly.
  • Each locking device is in the mounted state on the back of a wall formwork for receiving forces.
  • the locking device which is connected to the inserted end of the anchor rod, is preferably attached to the back of a setting formwork.
  • the other locking device which is solved in whole or in part together with the anchor rod for the purpose of disassembly of the wall formworks, is preferably provided on the back of a closing formwork to optimize disassembly.
  • each locking device is attached to the back of a wall formwork, so for example by means of a screw so that the anchor system is able to absorb both compressive forces and tensile forces.
  • a locking device can be firmly connected to the anchor rod.
  • each locking device is releasably connected to the anchor rod and in particular by means of a screw connection in order to optimize effective lengths of the anchor rod can.
  • each locking device of the anchor system can thus be preferably detached from the anchor rod and / or fixed in different positions on each one end of the anchor rod, so for example by screws to optimize effective lengths of the anchor rod.
  • the fastening device comprises a screw with which a locking device can be screwed to a supporting element of a wall formwork.
  • at least one, preferably both locking devices comprise an at least partially planar.
  • a dome plate lower shell which rests flat in the assembled state of the wall formwork or on a supporting element of the wall formwork.
  • the dome plate is preferably movably connected to a thread, which can be bolted to an anchor rod end.
  • the thread may preferably be moved in a manner similar to the calotte plate.
  • the thread of the locking device is non-rotatably mounted on the dome plate. Through this embodiment it is achieved that an inserted into wall formworks end of an anchor rod can be screwed into the thread without the thread rotates undesirable.
  • the locking device which is to be pre-mounted on the back of a wall formwork, in particular the setting formwork, that is to be fastened in order to subsequently connect an end of an anchor rod inserted through the closing and setting formwork with this locking device. In particular, to screw.
  • a supporting element of a wall formwork basically consists of a metallic hollow profile, in particular a profile with a rectangular, square cross-section or hat-shaped cross-section. Walls of such a profile are provided with one or more anchor rod holes for passing an anchor rod which also passes through the formwork skin of the wall formwork.
  • the locking device is attached to a supporting element, which runs vertically in the set up so as to be able to anchor in particular at a particularly suitable location along the entire height of a setting formwork.
  • a locking device is attached to the beginning of a mounting on the back of a setting formwork, since this is the speed of a Mounting maxlmlert.
  • a mechanic is on the side of the shuttering. He can then install anchor rods immediately.
  • the one end of the anchor rod on a plurality of grooves or holes, which form the grid.
  • An adjusting nut is screwed onto this end.
  • the adjusting nut holds a lock nut and in particular by a flange. By holding it is achieved that the lock nut can finally be screwed onto a thread that the formwork, which is connected to this thread, is moved to the desired position.
  • a stop is pushed into or attached to one of the grooves or holes so that the stop can not be displaced along the longitudinal axis of the anchor.
  • the adjusting nut is moved in the direction of the stop by means of screws until it reaches and fixes the stop.
  • the Fixleren can be achieved by relb gleich or adhesion. However, the fixing preferably takes place alternatively or additionally by positive locking. Fixing ensures that the stop can not fall out of its position.
  • the attack Welter is achieved that easily and reliably the desired position is found, which is to achieve for the production of a desired wall thickness.
  • the lock nut is screwed onto a thread, which is connected to the back of the adjacent formwork. This formwork is moved to the desired position to make a wall with the desired wall thickness ..:
  • lock nut and adjusting nut are in particular between the stop and the adjacent formwork.
  • the stop preferably has a recess.
  • the adjusting nut with a section can be moved by screws. If this section of the adjusting nut is located in the recess of the stopper, the stopper may stop no longer be released from the groove or bore. Alternatively, however, the adjusting nut may also have a recess. Into which a part of the stop gets to fix so. However, this design is structurally a little more complex.
  • An anchor system suitable for carrying out the method comprises an anchor rod and at least one locking device.
  • One end of the anchor rod comprises a grid, which is formed in particular by grooves and / or holes.
  • For this end of the anchor rod is provided in particular a stop, an adjusting nut and a lock nut.
  • the system further includes, in particular, a thread on which the lock nut can be screwed.
  • the thread can be attached directly or indirectly to the back of a formwork.
  • the thread is preferably connected to a dome plate.
  • the dome plate is then preferably such and arranged that it can be attached to the back of a formwork and in particular on a metal carrier or bolt of the formwork.
  • the anchor system for each end of the anchor rod comprises a locking device which can be released from the anchor rod.
  • the locking device which is connected to the end of the anchor rod, a sleeve or bore through which the anchor rod for assembly can be pushed through without having to screw.
  • the anchor rod can be pushed so particularly fast with its designated end through the two wall formworks for the purpose of assembly.
  • the sleeve comprises an external thread, which is screwed with a lock nut, in order to connect the end of the anchor rod not inserted through wall formworks with the sleeve.
  • the sleeve is in turn indirectly or directly preferably connected to the back of the corresponding wall formwork.
  • the sleeve is connected to a dome plate so that the sleeve can be moved relative to the dome plate like a joystick so as to make the sleeve easy for one To be able to align the guidance of the anchor rod.
  • the dome plate is then preferably attached to the back of the corresponding wall formwork and that is usually attached to the back of a closing formwork, preferably by means of a screw, in order to assemble so fast, easy and reliable.
  • the locking device comprises an actuator, preferably an adjusting nut, which is screwed onto the not inserted end of the anchor rod.
  • the actuator is adjusted according to grid size, preferably by screwing the adjusting nut to the intended grid.
  • the adjusting nut is then screwed in the direction of the stop until the stop prevents further screwing.
  • the anchor rod is then inserted through closing formwork and shuttering and connected to the locking device on the corresponding rear wall formwork.
  • the rear wall formwork is basically the setting formwork.
  • the lock nut suitably connected counter nut is screwed onto the external thread of the sleeve and preferably in maximum possible catfish.
  • the corresponding wall formwork which is preferably a closing formwork, is now aligned exactly.
  • Vorzugswelse has the lock nut wings in order to screw the lock nut at least initially easy can. If necessary, the lock nut is finally screwed to the tool by Ithlife.
  • grooves serve in the anchor rod.
  • a stop can be positioned quickly and reliably according to grid.
  • a wall portion of the stopper extends into a corresponding groove.
  • the stopper is then held in its intended position so that it can serve as a stop for an actuator.
  • the stopper preferably has an opening with a region which allows a rapid displacement along the anchor rod until a desired grid position is reached. Vorzugswelse there is another area that tapers to one end, so as to be able to attach the stop stable in a groove or the groove of the grid can.
  • both components include flanges that serve each other as a stop.
  • the flange of the lock nut is moved against the actuator's flange. If the two flanges finally come into contact, then further tightening the lock nut will bring about alignment of the associated wall formwork.
  • the grid has, in one embodiment, indicia that represent the thickness of walls.
  • the markings are present in particular in the form of numbers that correspond to the assigned wall thicknesses or thicknesses. For example, in one embodiment, grooves of pitch are provided with such markings.
  • the stop has a recess.
  • a part of the adjusting nut can be moved in as part of an assembly. By moving in, the stop is prevented by positive locking and thus particularly reliable from being released from its position.
  • the anchor system is basically made of metal or at least predominantly of metal.
  • FIG 1 the back of a closing formwork with a longitudinal beam 1 and cross bars 2 is shown in detail, which are attached to the back of a formwork skin 3.
  • An anchor rod hole is an anchor rod 4 pushed in and fastened with a locking device on the longitudinal member 1.
  • the locking device comprises a dome plate 5, on which a sleeve 6 is fixed with external thread so. in that the sleeve 6 can be moved in a manner similar to joystick-like relative to the dome plate 5 so as to be able to align the sleeve 6 for the anchor rod 4 as required.
  • With a screw 7, the dome plate 5 is bolted to the longitudinal bar 1.
  • a two-wing nut 8 is screwed.
  • the position of the Zwelerielmutter 8 is fixed by a grooved pin 9, which leads laterally from a bore of the nut 8 in the anchor rod 4 and is frictionally held by means of press fit.
  • the Zwelerielmutter simplifies screwing the inserted end of the anchor rod into a thread of a locking device, which is provided on Rare selvage formwork.
  • a suspension 10 is connected, which is adjacent to the Zwelerielmutter 8 is arranged.
  • the two hook-shaped ends 1 1 of the suspension 10 can be threaded in top holes 12 in crossbars so as to hang the anchor rod together with the visible in Figure 1 locking device together with Zwelerielmutter 8 after disassembly and especially handy within reach Ankerstabbohrung through which the anchor rod 4 is passed.
  • the locking device comprises an adjusting nut 13, a z. B. dreleriellge lock nut 14 with internal thread, which can be screwed onto the external thread of the sleeve 6.
  • the anchor rod comprises a plurality of holes through which the split pin 15 can be inserted therethrough. The holes form a grid to align wall formworks for typical wall thicknesses easily and quickly.
  • wing 16 With the help of a perpendicular projecting from the anchor rod end wing 16 a previously extracted from the wall formwork part of an anchor system can be hung in a hole 12 of a cross bar 2, as the figures 2 and 3 illustrate.
  • a projecting wing 16 is preferably part of the twelve-winged wing nut 8 which has been screwed onto the end of the thread 1 7 of the anchor rod 4.
  • Each wing 16 has a suspension with a first downwardly projecting portion 18 of circular diameter. At the lower end of the downwardly projecting portion 18 of the suspension there is a plate-shaped, flat portion 19 of the suspension, which projects laterally from the wing 16 and perpendicularly from the area 18 with the circular diameter.
  • Such a suspension with the area 18 and the portion 19 can illustrate as well as the figures 2 and 3 In a hole 12 In a reachable from above the rare wall of a horizontally extending cross member 2, so as to the corresponding part of the anchor system at the back of a Locking shutter to hang in the desired position reliable and stable.
  • the area 1 8 with the circular cross section is adapted to the cross section of a hole 1 2 and fills this in the suspended state to more than 50%.
  • the lower half of each wing 16 is flat so that it can lie flat on a rare wall of a transverse bar 2 as shown in FIG.
  • the distance between the anchor rod 4 with the thread 1 7 and the suspension with the area 18 corresponds to the distance of a hole 12 to the back 20 of the cross bar 2, so that an anchor rod 4 with the thread 1 7 in the suspended state adjacent to the crossbar 2 or rests, which stabilizes the position of the hinged tie rod 4.
  • the part of the anchor system that is hooked In a stable position on the back of a closing formwork held, pivoting movements relative to the shuttering are minimized so advantageous.
  • the wings of the wing nut 8 can be used to manually twist an anchor rod at least initially. If the required force increases too much, the head of the wing nut 8 mlthllfe can be turned by the tool.
  • the thread 1 7 of the anchor rod 4 is interrupted at regular intervals by a circumferential groove to hook a stop here can.
  • FIG. 2 and 3 show a hole 22 in the nut 8.
  • FIG. 4 shows a bore 23 in the anchor rod 4.
  • the anchor rod 4 shown in detail in FIG. 4 comprises a smooth central region 24 which may enter into the concrete of a concrete wall to be produced.
  • the adjacent to the thread 21 end 25 of the anchor rod is advantageously designed as a polygon to this supplemental mlthllfe of tools, such as a wrench to turn if necessary can.
  • the adjusting nut 13 comprises at one end a circumferentially protruding flange 26, which serves as a stop for an inwardly directed flange 27 (see Figure 1).
  • the adjusting nut 13 comprises an internal thread, which can be screwed onto the thread 1 7 of the anchor rod 4.
  • a stop 28 has a recess with a round portion 29 and an associated elongated, tapering towards the end further region 30.
  • the thread 1 7 can be threaded into the round area.
  • the elongated area can be hung in grooves 21.
  • the grooves 21 form a grid in order to make the alignment of wall formworks for typical wall thicknesses quickly and easily.
  • the stop 28 is then secured against displacement along the anchor rod 4.
  • the adjusting nut 13 preferably also includes designed as a polygonal area to screw the adjusting nut mlthllfe tool can.
  • FIG. 4 shows the components of an anchor system, which are pulled out and hung for disassembly. It is then regularly advantageous not necessary to solve connections between Kalottenplatten and wall formworks.
  • FIG. 5 shows a detail of an adjusting formwork 40 with a locking device 41 fastened thereto.
  • the adjusting formwork 40 has a formwork skin 42 on the front shell.
  • the locking device 41 is attached to a longitudinal member 43 and that mlthllfe a screw 44 and a bolt 45, which engage suitable in holes in the side rail.
  • the screw 44 is set at an angle such that no thread is required in the corresponding hole of the longitudinal member 43 in order to fasten the locking device 41 to the longitudinal member 43.
  • the locking device 41 is suitably arranged for connection to an anchor rod above an anchor rod bore 46, through which the end 48 of an anchor rod 4 is inserted for assembly. After the end 46 of an anchor rod 4 has been inserted through the bore 46, this end 48 is then connected to the locking device 41 and although screwed in the rule.
  • the locking device has a region 47, through which a bore extends perpendicularly or at least substantially perpendicularly therethrough and which therefore is not visible in FIGS. 5 and 6.
  • the figure 6 illustrates that a hole in the corresponding locking device 41 is sufficient to realize the advantage that for mounting the anchor system with the anchor rod 4 can be held ready to hand at a particularly suitable location without having to operate a large technical effort.
  • the hole In the area 47 not only allows attaching the pull-out part 4, 27 of the anchor system on this locking device 41 and thus also on the back of the shuttering 40, when this locking device 41 as in the Figures 5 and 6 shown attached to the back of a longitudinal member 43 is.
  • the bore is arranged and arranged in such a way that the anchor rod 4 runs essentially vertically in the erected state of the setting formwork 40 shown when the tie rod 4 has been inserted into the bore as shown in FIG. 6 and the locking device 41 on the rear side of the setting form 40 is attached.
  • the bore is further such that the end 48 of the anchor rod 4 "which has been inserted through the hole, for example, as part of a disassembly, on a crossbar 49 of the wall formwork 40 touches.
  • the end 48, which has been inserted therethrough, is not opposite the back of the wall formwork 40 as shown ..
  • FIG. 7 shows a particularly preferred embodiment of an abutment 28.
  • the abutment 28 shown in FIG. 4 it has a recess or passage with a region 29. Connected thereto is a region 30 passing through the stop, which has a smaller diameter than the region 29. The region 30 can be suspended in a groove 21 of an anchor rod so that the stop 28 can no longer be displaced along the anchor rod.
  • the diameter of the region 30 is selected so that the anchor rod can be inserted therethrough.
  • adjusting nut 13 in the direction of stop 28th moved, so finally reaches the part of the adjusting nut 13 which projects from the flange 26.
  • the recess 60 adjoins the two recesses or passages 29 and 30 in such a way that the stop 28 can not be released from the anchor rod when the aforementioned part of the adjusting nut 1 3 has been screwed into the recess 60 is.
  • the stop 28 is then fixed by positive locking.
  • FIG. 7 illustrates that the passage 29 with the larger diameter adjoins the edge of the recess 60.
  • the passage 30 with the smaller diameter is not adjacent to the edge of the recess 60. This allows the desired fixation.
  • the passage 29 with the larger diameter approaches closer to the edge of the recess 60 than the passage 30 with the smaller diameter in order to enable the positive fixation on technically simple catfish.
  • the region of the adjusting nut 13 which protrudes from the flange 26, is preferably designed as a polygon. If the adjusting nut has been moved into the recess 60 in the maximum possible catfish, a region configured as a polygon preferably remains between the stop 26 and the lock nut 14, which can be reached by a tool, in order to screw the adjusting nut 1 3 ml of tool.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • General Engineering & Computer Science (AREA)

Abstract

L'invention concerne un système d'ancrage pour coffrage de mur, ainsi qu'un procédé de montage du système d'ancrage : . les deux coffrages de mur (1, 2, 3, 40) sont érigés en regard, . une barre d'ancrage (4) à élément de dimension modulaire (21) est insérée dans des orifices pratiqués dans les deux coffrages de murs (1, 2, 3, 40) et ce, de telle manière que l'extrémité, non insérée, de la barre d'ancrage (4) présente la matrice de dimension modulaire (21), . l'extrémité insérée de la barre d'ancrage (4) est reliée à un dispositif de blocage (41) présent au dos d'un coffrage (40), . l'extrémité non insérée de la barre d'ancrage (4) est reliée au dispositif de blocage (5, 6, 7, 8, 13, 14, 15) prévu ici, de telle façon que cette liaison soit positionnée sur l'élément de dimension modulaire sélectionné, . le dispositif de blocage positionné sur l'élément de dimension modulaire est relié au coffrage de mur (1, 2, 3) adjacent.
EP13718147.5A 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire Not-in-force EP2875193B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP16200065.7A EP3150779B1 (fr) 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire
PL16200065T PL3150779T3 (pl) 2012-07-18 2013-04-12 Montaż szalunku ściennego i system kotwiący z podziałem
EP13718147.5A EP2875193B1 (fr) 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE102012212607.4A DE102012212607A1 (de) 2012-07-18 2012-07-18 Befestigbares Ankersystem einer Wandschalung und Verfahren
PCT/EP2013/053551 WO2014012681A1 (fr) 2012-07-18 2013-02-22 Système d'ancrage fixable pour coffrage de mur et procédé
PCT/EP2013/057692 WO2014012685A1 (fr) 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire
EP13718147.5A EP2875193B1 (fr) 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire

Related Child Applications (2)

Application Number Title Priority Date Filing Date
EP16200065.7A Division EP3150779B1 (fr) 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire
EP16200065.7A Division-Into EP3150779B1 (fr) 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire

Publications (2)

Publication Number Publication Date
EP2875193A1 true EP2875193A1 (fr) 2015-05-27
EP2875193B1 EP2875193B1 (fr) 2017-01-18

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Application Number Title Priority Date Filing Date
EP13705771.7A Active EP2875192B1 (fr) 2012-07-18 2013-02-22 Système d'ancrage fixable pour coffrage de mur et procédé
EP13718147.5A Not-in-force EP2875193B1 (fr) 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire
EP16200065.7A Active EP3150779B1 (fr) 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire

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EP13705771.7A Active EP2875192B1 (fr) 2012-07-18 2013-02-22 Système d'ancrage fixable pour coffrage de mur et procédé

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Application Number Title Priority Date Filing Date
EP16200065.7A Active EP3150779B1 (fr) 2012-07-18 2013-04-12 Montage d'un coffrage de mur et système d'ancrage à élément de dimension modulaire

Country Status (6)

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US (2) US9677290B2 (fr)
EP (3) EP2875192B1 (fr)
DE (1) DE102012212607A1 (fr)
ES (1) ES2624437T3 (fr)
PL (2) PL2875192T3 (fr)
WO (2) WO2014012681A1 (fr)

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DE102019104315A1 (de) * 2019-02-20 2020-08-20 Paschal-Werk G. Maier Gmbh Schalungselement und Schalungsbaukasten
DE102019211774A1 (de) * 2019-08-06 2021-02-11 Noe-Schaltechnik Georg Meyer-Keller Gmbh + Co. Kg Ankermutter, Rahmenschalung und Verfahren zu deren Montage
CN110847604B (zh) * 2019-11-29 2021-03-09 宁波市鄞州金本机械有限公司 一种建筑模板紧固套件
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CN113279578B (zh) * 2021-06-02 2023-01-24 中冶建工集团(天津)建设工程有限公司 一种人防门吊钩穿过用孔洞封堵方法
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Also Published As

Publication number Publication date
US9637938B2 (en) 2017-05-02
US20150167330A1 (en) 2015-06-18
EP2875192B1 (fr) 2017-03-29
WO2014012685A1 (fr) 2014-01-23
EP2875192A1 (fr) 2015-05-27
WO2014012681A1 (fr) 2014-01-23
PL2875192T3 (pl) 2017-07-31
US20150176634A1 (en) 2015-06-25
US9677290B2 (en) 2017-06-13
ES2624437T3 (es) 2017-07-14
DE102012212607A1 (de) 2014-02-06
PL3150779T3 (pl) 2019-11-29
EP3150779B1 (fr) 2019-07-03
EP3150779A1 (fr) 2017-04-05
EP2875193B1 (fr) 2017-01-18

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